Structure-Seabed Interactions in Marine Environments

• Otros Autores: Jeng, Dong-Sheng (Editor), Guo, Zhen (Editor), Hong, Yi (Editor)
• Formato: Electrónico Capítulo de libro
• Lenguaje: inglés
• Publicado: Basel, Switzerland MDPI - Multidisciplinary Digital Publishing Institute 2021
• Materias: Technology: general issues; wave-seabed-structure interactions; mesh-free model; local radial basis function collocation method; oscillatory liquefaction; irregular wave; sand; void ratio; disturbed state concept; disturbance function; constitutive model; seepage failure; critical hydraulic gradient; excess pore pressure; fluidization degree; resuspension; soil; liquefaction; fractional order; cyclic mobility; spudcan; stiffness; reduction; finite element analysis; dual-stage Eulerian-Lagrangian technique; slope stability; immersed tunnel; solitary wave; foundation trench; numerical modeling; scour; marine structures; numerical modelling; sediment transport; Biot's equations; multiphase theory; RANS equations; seabed; in situ test; liquefied submarine sediments; rheological characteristics; pile jacking; consolidation effect; saturated fine-grained soil; excess pore water pressure; pile set-up; side shear resistance; hybrid Lagrangian-ALE method; n/a
• Acceso en línea: DOAB: download the publication; DOAB: description of the publication

The phenomenon of soil-structure interactions in marine environments has attracted great attention from coastal geotechnical engineers in recent years. One of the reasons for the growing interest is the rapid development of marine resources (such as in the oil and gas industry, marine renewable ener...